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C1018W�(dJkk idB, FENCE 3 �v. Nz6eo N. s �26 JS Ii/pI( (\ \ 3 (Ba ed E�06C,BLANKE® ._... . 3 I III IIII- � J - 1 I I W W W V✓ f�\ \ nereM walk LEV. 835816 /$ I / ,\ I \ 21 TFENC� m a 6c6 II III 1 -7a I III I � � I I II I r sl\ I COI GE 8. = 8. \\VBE 2 _ ..... � I I � ", p p I \1 ■ IV .__� _ _ . LIIII►. •,� ;IIIIIIII�I�I1; � • ��, ----I ji •� = �a DRAINAGE MANHOLE TOR 833.06 - INV. SW 82598 I , E� o DRAINAGE MANHOLE 1'_�_IN 11 � INV. S ,. ' •. iHr ��I UA S 36" RC- �'11� r 1� J /STUB -OUT INV. 81 PON ,.. .-, • , iii i�' - -- � 1 ,l ff..!:!M*!:!:!:❖ 11 � Lei, --�` � i�,•�� na �Yi \, 111r� 11. NA e la 11 O IMl li3 f : WNN•�... Oa a_ 1 qqa III-' A dCUIll �� �`�I I r I P Concrete I Pad 14 I11 Basemen} Vent` - 1 i Curb Chairnack Rim=838.76 Inv=833.36 3 I i, ( JpIl l halm k Concrete I I II `` Cu Pad Basement t� - Rim=838.74 A I URB NLET Inv=833.34 I I T ].oe ES \ $ IN/V 2.88 Basement Vent Concrete 12" ICP Rim=838.74 Pad 1-832.24 I 8 NLET I I D IN V.O = (12" CP 3.2 S. Q 0 I ae Re Concrete I PadLd II =II II.I Z1d w OR NV SE AB 831 I��M II �I Concrete NV. Pad 831.3 I / I I w CU TOR B IN .312 " I Q i I TORT= 838.18 V 831 831. / I INV. N = 832.58 INV. E = 832.58 _ - >-BaGament Vent _ D E. o i INV. SW = 832.58 RimI n1'v=832.40-BaaemerlrV FUrl 12" R AINA E MH RCP -Concr R = 37.4 _ Pad V. N VraV__.= 828 51 83 �T INLft semen} Ven I El5 LL,,,, pv TO = 837.77 V ME 832.52 I�v=833.3 / / 1 V. S 828. CURB ET' INV.I SW = 832.22 L I I a 1 TO SB O6 / / 7rehcH Dra n Pad INV. N =43 „1, \ 8 5. I I � T, In h OF R832.6 V Inv=8i1.3 � I i �InnGB T Inlay \ \ RO LE // Aa •Chat . N =8 1�05 37.3� `gu = 827.40 rn ac 62"RCP I I' I (asphalt) CURB INLET Sign { y > I \ INV. S = 835.47 I1NNN asph It I0°r°) t nl SANITARY MH I CU§ INLET $ I I TOR = 838.57 = I INV. N = Ell NV. I`= 834.65INV. S = EllEllI / I BEEHIVETOR I S =8INLET I^ .98 (9roaa)� / " 0 18_RCP - INV. 5 = 833.88 IN IY V. E = 83.68 L= (con- a k) p I INV. W = 832.85 8 "RCP 12" RCP 8� D DRAINAGE MH TOR = 838.21 DRAINAGE MH DRAINAGE MH � INV. N = 836.39 TOR 838.85 TOR - 838.27 _ - INV. S - 834.51 INV. N = 834.22 INV. W = 827.07 INV. N = 827.97 CURB INLE it �1 INV. E = 827.13 INV. S = 829.53 INV. N = 829.85 TOR = 838.4: I.I. N = 835.0t it INV. W = 827.97 T GRATE INLET -F.I.E. = 839.91 2-Story Brick INV. TOR = 838.38 & E = 833.96 II II I Building / I I i �-Onrnaaa i eanamg le ln y\��\' t•� I ; I -- r J N7 ��/ ■� I �.\ETA�::'� Aso R! ggg 1 t7 A�L�'� ► A,4������VI�� �►A A 'gym i _ \ = Park 16 - - fl 4` `F.F.E. = 839.99 III II I n/ T 11 V* ME = 832.33 ID F.F.E. = 8 ]./ Par 4 �T��A�yyygpP 4 I V. S = 832.07 0-Electric Meter -Cos Mete, y ' hat k ak \ (9 aaa) Bones Ill 'a'6 Curh c, Curb II � ® (asphalt)III ^ J - `Nail F.- pa) "CPP / (9raaa) / __-_''B' wooden _II CURB INLET - - - - NDERGROUND I ,S '(' 6 tkNofs: Undsrgrbu d - - - - - - - - TR- RETENTION SYSTEM(flPN7M29.56 Phalt)Elsotric Vaulle(PER PLAN)C32:91_itk fT-----�T R 833. 1 ® II % Boxes tl Meter INV. 825(07� H \� aph It V.TOINLET R * 833.52 - ac rc 7 INV.. 8 25. "- I V. S = 2 I ). oC " >' (aaPhaM) 'A fPa 6 I' INV. = 830.8J SNITA6" 'R INV. S = 829.24 jit I N SITE DEMO PLAN SCALE: V = 40' I Wall ehverity E N G I N E E R I N G 9229 Delegates Row, Suite 150 Indianapolis IN 46240 DEMOLITION NOTES 317.706.2075 www.enverityENG.com 1. CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING OR VERIFYING THAT PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY OR STATE AGENCIES PRIOR TO STARTING ANY Engineer: CONSTRUCTION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LOCAL AUTHORITIES STANDARDS AND SPECIFICATIONS. n""p104IINNI°pf�JJo„� ll 2. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH THE .�°�`J O\STf ••'•••.�L QQ'f •• • O9�y''`,� RESPECTIVE UTILITY PROVIDERS PRIOR TO STARTING ANY CONSTRUCTION. f No. 1Z 100LJ ' 910023 3. PROVIDE BARRIERS OR OTHER PROTECTION TO KEEP VEHICULAR AND PEDESTRIAN TRAFFIC FROM CONSTRUCTION AREA. STATE 4. REMOVE ALL STRUCTURES, SUPPORT COLUMNS, FOOTINGS, ASPHALT PAVING, CONCRETE CURB, SIDEWALKS, CONCRETE PADS, TREES, STUMPS, HEDGES, UTILITIES, AND OTHER EXISTING SITE ''', F ••'• CD ��o FEATURES WITHIN LIMITS OF DEMOLITION. ALL DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE NOTED AND DISPOSED OF IN A MANNER ACCEPTABLE TO THE LOCAL / AUTHORITY HAVING JURISDICTION. y. 5. CALL'811", OR 1-BOU82-5544, 72 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR SHAL BE RESPONSIBLE FOR MARKING & LOCATING PRIVATE UTILITIES INSIDE AREA OF NEW CONSTRUCTION IF THOSE UTILITIES ARE NOT MARKED OR LOCATED BY'HOLEY MOLEY'. 6. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM DAMAGE. SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AT NO COST TO THE OWNER. 7. EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM ORIGINAL SITE DRAWINGS AND SURVEY. EVERY ATTEMPT HAS BEEN MADE TO SHOW ALL UTILITY LINES WHERE THEY [ITOPOGRAPHIC EXIST. CONTRACTOR SHALL TAKE EVERY PRECAUTION IN EXCAVATING FOR NEW UTILITIES SINCE ACTUAL UNDERGROUND UTILITIES MAY NOT BE AS SHOWN. CONTRACTOR SHALL MAKE HIMSELF THOROUGHLY FAMILIAR WITH ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO ANY EXCAVATION AND VERIFY LOCATIONS AND DEPTHS OF ALL UTILITIES. ❑ 8. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. ANY INTERRUPTION IN SERVICES MUST BE SCHEDULED WITH THE OWNER 48 HOURS PRIOR TO THE INTERRUPTION. 9. EXCEPT FOR THOSE UTILITIES NOTED TO BE PLUGGED OR REMOVED, RECONNECT ALL LINES ENCOUNTERED DURING CONSTRUCTION. IL 10. ALL CATCH BASIN AND MANHOLE FRAMES AND COVERS SPECIFIED TO BE REMOVED SHALL BE SALVAGED, CLEANED AND INSPECTED. IF THEY ARE DEEMED SOUND, THEY MAY BE REUSED AT LOCATIONS APPROVED BY ENGINEER. I KEY EY PLAN 11. PROTECT ALL TREES AND SHRUBS NOT SCHEDULED FOR REMOVAL. DO NOT OPERATE EQUIPMENT, " STORE, STOCKPILE, OR PARK WITHIN DRIP LINE OF PLANTS. HOLD NECESSARY DISTURBANCE TO A MINIMUM. OVERALL SITE "A" 12. REMOVAL ITEMS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN scALe NTs PLAN NORTh SCHEMATICALLY. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO BE FULLY FAMILIAR WITH THE EXTENT OF REMOVAL ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS Developer: NECESSARY TO COMPLETE CONSTRUCTION. QUESTIONS REGARDING ITEMS TO BE REMOVED SHALL D O BE DIRECTED TO THE ENGINEER PRIOR TO CONSTRUCTION. DEMO LEGEND DEVELOPMENT CO. INDICATES REMOVAL ASPHALT PAVEMENT Project: INDICATES 1 'MILLING OF ASPHALT PAVEMENT INDICATES REMOVAL OF CONCRETE PAVEMENT C4 INDICATES CONSTRUCTION FENCING (BY OTHERS) ■ _0 EROSION CONTROL LEGEND o _ ZW INLET SILT PROTECTION (SEE DETAIL ON SHEET C401) � i •�� W� N a.� /y'� c SILT FENCE (SEE DETAIL ON SHEET C401) J �=, W Q CONCRETE WASHOUT (SEE DETAIL ON SHEET C401) a TEMP. SEEDING W/ MULCH APPLIED (SEE DETAIL ON SHEET C401) O 7� Cn C Z J TEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL ON SHEET C401) J 0 a; EROSION CONTROL BLANKET (SEE DETAIL ON SHEET C401) INDICATES CONSTRUCTION FENCING (BY OTHERS) -x--N- a 0M O � a L = cn U � O O 0 KEY NOTES O °O ❑ SAW -CUT LINE Im 2❑ REMOVE EXISTING CONCRETE PAVEMENT 3❑ REMOVE EXISTING ASPHALT PAVEMENT 4 REMOVE EXISTING LIGHT POLE 0 REMOVE EXISTING TREE 6 REMOVE EXISTING CURB 7❑ REMOVE EXISTING OVERHEAD ELECTRIC ❑8 REMOVE EXISTING SIGN (OR RELOCATE IF NOTED ON SITE PLAN) ❑ REMOVE WOODEN LANDSCAPE TIMBERS 10 REMOVESTONE 11 RELOCATE EXISTING TANKS ON -SITE AT OWNER'S DIRECTION 12 SURFACE MILL EXISTING ASPHALT 1 INCH 13 RESTORE PREVIOUSLY CONSTRUCTION ENTRANCE DRIVE El ADJUST CASTING TO GRADE (SEE GRADING PLAN FOR ELEVATION) COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENTS AN INSTRUMENT OF SERVICES AND IS THE SOLE INFORMATION1111111 IF 11 A1111111 AND 11111R DESIGN GROUP U­ All ITIUTOR OOTHER PAR PARTIES is NOT m eE ITS As ORMATION CONTAINERTY RIGHTS OR OTHER RESERVED RIGHTS ALL CONTAINED HEREIN CONSTITUTE$T THE MD AND PEDCOR DESIGN OROUP LLCC NIO PART OR WHOLE OFPUBLISHED WORK OF THE ARHTECT, AMES R.JTHIS DESIGN. PORTIONS OF THE RESULTING NG OR BUILDINGS MAY BE DUPLICATED. COPIED, EXHIBITED. PHHIOTOGRAPHED, PUBLISHED. D. s°NPDCORCOYs6R.n��DI L,*RpDE""" CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 0117 Drawn By Checked By DBH I DBH Last Revision Date Sheet Title: Site Demo Plan Sheet Number: room C 10 1 ~ Know what's below. Call before you dig.