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HomeMy WebLinkAboutC110 - DEMOLITION PLANE 11 fet drainage 784.86 784.88 I— Ii II II � n II o'v g ii a (asphalt) u o 11li `u- ic ' it0c 11 °c ° w 2 conc curb II (asphalt I II .Prop I I1 I otr Y 3 Y a 95' HALF V W m o� o. 80.21' TO SOC exist drainage inlet - tr.784.17 inv(w): 782.38 exist curb inlet In 785.82 11782.34 inv(e): 782.27 12" role exist drainage rah tr. 786.39 'nv(w).781.69 'nv(e).781.99 'nv(s). 781.64 inv(n): 781.89 0. I � I exist drainage inlet I tr. 784.33 trivial 781.17 inv(e): 780.88 inlet 12. rcp 0 ----- ------------- exist curb inl tar: 784.11 inv(w):780.27 inv(n):780.01 inv(s):780.26 J EXISTING LEGEND i rp I ® AIR CONDITIONER b POWER POLE war '+'Po` 0 BEEHIVE INLET 0 RIGHT OF WAY MONUMENT ® BUSH SPRINKLER CONTROL VALVE 0' 30" 60" ffffl CURB INLET SIGN @ CLEAN OUT © SANITARY MANHOLE one ohe as Q DRAINAGE MANHOLE A TEMPORARY BENCH MARK Mverview SCALE: 1"=30" m ELECTRIC METER BOX $ TELEPHONE PEDESTAL -D ELECTRIC PEDESTAL ® TRANSFORMER ID ELECTRIC CROSS BOX Q TREE FIRE HYDRANT 0 TRAFFIC POLE HEALTH li ® GAS METER ® TV HANDHOLE exist curb inlet INLET TV PEDESTAL jj tr:787.10 ABANDON EXISTING 2 INCH DOMESTIC War LIGHT POLE WATER VALVE II inv(s):783.80t WRIER SERVICE. DISCONNECT AT EXISTING ® MAILBOX ¢ YARD LIGHT jj full of debris MAIN AND ADD A FULL CIRCLE NRAP Q MANHOLE STREET m $ II AROUND THE EXISTING TAP ON THE air OVERHEAD TRAFFIC LINE Roy r0i •` EXISTING MAIN WITH A REPAIR CLAMP, PINE • w (PER UTIUTY STANDARDS.) a POST per Dian (not Odd verified) fas h t ] ] _3-..1..-..-..-..-..---L..-..- mm] wool Is,ssssss, omIola • Rol all it ��- F J�''1 Hal � •� %i!ZZ•1Ie�i/'//O��/i�:r�������Z(�:S�C�Lv��.� A����►��A��<t;>7�: 13 � IF �.�•-� %OAFWig all iM 0. � 14 PAP VON FP FRA e%s' axis JZ Ii1: oUr Ilj 0+ d a I ex sanitary nI In I tor II I3.27 in ) :77 32 II m 1II in :776.75 )na I 1 in a :777.27 ^ I 1 tllreCtlOn rally I m I I I xis ,yainage rah I RELEASED FOR CONSTRUCTION 1 i v( 81.17 Subject to with all regulations 0 1 I I of State and Local Codes :=12'rap i j Q I I City 9f Camel ii•� ((�� DATE: 06/07/19 nitary me N69573YW - 221.04' 3 4891 - 221o4' 777.11 77.11 rerts to top possible air valve in structure I 1 2 I I I I I I I I I n� n' wnc median) (grass) (7"c„a curb) DEMOLITION LEGEND rah %J 1 _ w w (asphalt) w w �\/\�\/\� EXISTING UTILITY TO BE REMOVED exist drain a rah than but ] S 1 ]n ] ] r PAVEMENT TO BE SAWCUT inv(w .77 . 9 34"roll decreased) Commercial Real Estate Solutions ■aaaaaaaaaa EXISTING CURB TO BE REMOVED coot cur ar cu II �■ asphalt__walk _____existraina9e rah 4 EXISTING FENCE TO BE REMOVED �� rc 17 EXISTING BUILDING TO BE REMOVED O AMERICAN :I ve l8etl pproxma a in w):777.D3 ® M■ STRUCTUREPOINT c_0_ ,, SF 2 EXISTING ASPHALT TO BE REMOVED ■ INC. 17 __���� _ A33 ]a AS '=�9 Trim 7.52 -- o __><+--------- EXISTING CONCRETE AND BASE TO BE NCTON NB9'J9'46"E - 185.J6' (N) (grass) 5F with conc I x I 3 REMOVED 72N Shadeland Sldion I Indianapolis, Wilson 46256 N90Y10'OD"E (P) _ �ril •J'tE and section 1 TEL 7D jZ�Y___ _-' - - - -I -c--_- -- -- _ ---____-___ AWNING AND CANOPY TO BE www.arucurs oln.com 1 ��� REBM2 FOUND (<Onc walk 1 REMOVED.1 C ° 1 1 p' 1 f SF MMMOMMML ����,• - _____ I _i _ _ _ EXISTING TREE, BUSH OR PINE TO BE _ ______' o REMOVED L agnc wa - (Planter 1 1 II I _ w_ _ -(planter) ___ ___ ___ ___ _ 0, 1____________1 f ______________ 1• SILT FENCE ---I(6"conc curb) v _ TP ■ TREE PRESERVATION FENCE B.S.L.;MIN.) - I 4___ __ ______________ __ __��' I1I � CONSTRUCTI ON LIMITS -78293 TRIANGULAR SILT DIKE 5_FMAXSILT WORM 10" TRIANGULAR SILT DIKEIN - P DROP -IN INLET PROTECTIO N • (FLE%STORM CATCH -IT INLET PROTECTORS OR R exist drainage inlet IP v 1 I IP DANDY BAGS) Intuitive Health R R _ inv(s):77].39 0. It i t TP , Riverview Health =�;; o REE PROTECTION Urgent Care & o ^o I I I I ra I 1 TP CONTRACTOR SHALL FIELD LOCATE (HORIZONTALLY Emergency Room AND VERTICALLY) ALL EXISTING U IUMES LOCATED I Li I CONSTRUCTION ENTRANCE u n WITHIN UTILITY EASEMENT. EXISTING UTILITIES SHALL BE LOWERED AS REQUIRED FOR INSTALLATION OF 1 1 I PROPOSED DRIVE CONNECTIONS AND OTHER ROCK DONUT 14585 Hazel Dell Ile PROPOSED IMPROVEMENTS. I I Parkway o ASI film 9 P direction only i �1 on only '^Pin Carmel, Indiana 111 RIVERVIEW 4 Q KEYNOTES ( loot Pp anler) `.' -- ___ __ rt, 1 m13 PC 3, SL 1 EXISTING ASPHALT PAVEMENT AND BASE MATERIAL TO INST 2003 BE REMOVED (SAWCUT FOR CLEAN EDGE). 8" SILT WORM WITH It SAND BAGS, I IIg 2. EXISTING CONCRETE CURB TO BE REMOVED. OVERLAP SILT DIKE 6 FEET exist curb inlet EACH END tar: 780.30 1 i 1 3. EXISTING BUILDING AND ALL ASSOCIATED FOOTINGS TO inv(w):774.37 I I I BE REMOVED. .tar •, inv(ne): 774.30 1 I 1 10" TRIANGULAR SILT DIKE �] I I 4. REMOVE EXISTING CONCRETE, BASE, CONCRETE PADS Z inv(nw): 776.65 1 1 I AND OTTER MISCELLANEOUS CONCRETE MATERIAL � I I ark 12) ark 6) I I 1 1 (SAWCUT FOR CLEAN EDGE). vvvlMuunaprr2 �to �`8- SILT WORM is STAKES e 6 axial drainage inlet ^^I 786.28 in (s):78 ill! inv(n):780.74 nl� 11780.73 in in 11b w all a1 0 81 �Iexist drainage inlet Itr.783.02 1'nv(w).779.77 I 6" one curb I 1 I I 5. EXISTING LANDSCAPE TO BE REMOVED. �x`�T• 'wrAI /Z gx��' (conc) j 1 I 6. EXISTING PIPE BOLLARD TO BE REMOVED. 4pA"G RfG'�� NO, j I 7. EXISTING SIGN TO BE REMOVED. _* 10403915 *` 8. EXISTING UGHT POLE \ GROUND LIGHT \ LIGHT ` STATE OF - I I 1 BOLLARD TO BE REMOVED, '9• h 9. EXISTING CLEANOUT TO BE REMOVED. "OfS/ONALE�G\`vwv 1-story brick bldg I I I 11.. EXISTING CONCRETE MEDIANS TO BE REMOVED. I 1 1 I 11. EXISTING WATER VALVE TO BE REMOVED. I (grass) PARCEL 2 I I 1Z EXISTING MECHANICAL EQUIPMENT TO BE REMOVED. CERTIFIED BY 133,924 S.F. 1 1 13. EXISTING GAS METER TO BE REMOVED. I PLUM CREEK PARTNERS, LLC 1 14. EXISTING TRANSFORMER TO BE REMOVED. ISSUANCE INDEX DATE: 1 (gross) 16. wEXISTING IRRIGATION VALVE BOX TO BE REMOVED. (conc) 7 7v exist l CON Inlet CONTACT ENGINEER IF THE IRRIGATION LINE IS METERED 03/11/2019 FROM THE PUBLIC WATER MAIN. 1 _ _ �� i tr. 779. I PROJECT PHASE: r------ - - - - -- ---------------- gate 20' LLE. Inv(w):7 .76 17. PROTECT EXISTING UTUTY. direction Inv(a):7 only Inv(e):7 .75 FINAL CONSTRUCTION PLANS 1 �m. Inv(nw): 6.15 18. EXISTING BANK DRIVE THRU CANOPY, STRUCTURE, I to (conc) vv., .9O FOUNDATIONS AND ASSOCIATED EQUIPMENT TO BE _____ P P _LE_k .E._ _______ 1B' MR_______________________________max \e� CITY OF CARMEL CONFORM CARMEL 18 rc P_ REMOVED. • _ 2ihai�cmb________Y_E___&__J_LE_�______________ _ _______ _____________ GENERAL NOTES: B. WHERE CURB REMOVAL REQUIRED, IT SHALL RE ___________________ ______ __________________ • - 11 IP 1 REMOVED AND REPLACED i0 THE NEXT NEAREST JOINT. D b chive inlet _ _ _ _ _ _ _ _ _ _ _ _ 1 I. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE _ _axial ---- 6: - T an nc 1e van led �oe--- PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. g, DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE (aW)' 38.88__ 35'_B.S.L - - - -- -------- ------ - - - - -- -------__--- -- RESTORED/REPAIRED TO THE SATISFACTION OF THE direction only 2. CONTRACTOR TO VERIFY LOCATION, AND DEPTH OF CITY AT THE COMPLETION THE PROJECT. THE per elan (not field verifed) of } __l ] NCI EXISTING UTILITIES PRIOR TO COMMENCING ANY E CONTRACTOR IS ENCOURAGED TO INSPECT THE ___ __ _ -- _ ____________ __________ - wOad9 - 1 10 U.E. T 7 CONSTRUCTION. CONTACT ENGINEER IF VARIATION RIGHT-OF-WAY WITH THE CITY PRIOR THE START .` EXISTS. OF CONSTRUCTOR EXISTING DOCUMENT THE E%STING - -F �� CONDITION OF THE RIGHT-O RI f-WAY. 15' B.Y. 3. SEE SHEET COU2 GENERAL NOTES FOR MORE axial curb inlet ` to 783.00 INFORMATION. 10. ALL MAINTENANCE OF TRAFFIC AMETHODS, - MATERIALS AND CONDET STRUCTION DETAILIL S FOR WORK „♦��!^ n)i"71L-----__�-----��---��� 4. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF CARMEL REQUIREMENTS, INDOT STANDARD In :]78.85 Ne9T7P3Y'w - 350,52' P) CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: inv(e):A8.80 N69-4214'E - 350.5Y CONSTRUCTION. CONTACT ENGINEER IF VARIATION DETOUR SHEETS AND SPECIFICATIONS AND THE INDIANA EXISTS. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THIS 1. ALL WORK IN THE PUBLIC RIGHT V SHALL INCLUDES PLACING ROAD CONSTRUCTION AHEAD SIGNS TO CURRENT STANDARDS 5. FLOOD PLAIN STATEMENT: LANE MERGING SIGNS FLASHING ARROW SIGNS THIS LOT DOES NOT UE WITHIN FLOOD HAZARD ZONE CONSTRUCTION BARRELS, ETC. ' ADJOINER ALL STREETS AND WATER MAINS ARE TO BE AS SCALED FROM THE FLOOD INSURANCE RATE MAP CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. (FIRM) FOR HAMILTON COUNTY, INDIANA, CITY OF ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY CARMEL, COMMUNITY NUMBER 18057C, PANEL NUMBER HAZEL DELL CHRISTIAN CHURCH, INC. OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDmONAL 18057CO227G, DATED NOVEMBER 19, 2014. Project Number 2018.00290 INST 200400041697 INFORMATION AND/OR DETAILS. 6. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. DEMOLITION PLAN II CAUTION II RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. 7. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL THE LOCATONS OF ALL EXISTING UNDERGROUND UTUTES SHOWN ON CONTRACTOR SHALL CONTACT THE DEPARTMENT OF BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY THIS PUN ARE BASED UPON ABOVE GROUND EMDENCE (Including, but NOTE ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS not limited to, manholes, Alds. wilvee, and marks made upon the EXISTING BURIED ELECTRIC, GAS. TELEPHONE AND MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION THAT RESULT IN A CONFLICT NTH THE PROPOSED ground by ot„em) AND ARE SPECULAMW IN NATURE. MERE MAY TV WERE NOT LOCATED BY INDIANA UNDERGROUND REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE ALSO BE OTHER E%ISTNG UNDERGROUND UTIUES FOR WHICH THERE 811 LOCATE SERVICE. THESE UTILITIES SHOWN ON REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE DEVELOPER RESOLVE WITH THE UTILITY. EXISTING IS NO ABOVE GROUND EVIDENCE OR FOR WICH NO MOW GROUND THE SCALED CTHE AND REVIEWTMANY R BE RELOCATED SHALL BE POLE LINES REQUIRED EVIDENCE WAS OBSERVED. IA FCONTRACSAID T DRAWINGSSM DEEAVAILABLENTO US BYOM UTILITY COMPANIES. CONTRACTOR SHALL CALL 811 PRIOR DEPAORD RTMENT AS RELATES TO WORK WITHIN EXISTING OR PROPOSED CITY RIGHT-OF-WAY. RELOCATED TO N1T11N ONE FOOT OF PROPOSED O RIGHT-OF-WAY. ES SHAUL BE VERIFIED BY MENS UNDERGROUND CONTRACTOR PRIOR To ANY AND ALL CONSTRUCTR. C 110 TO ANY EXCAVATION AND NOTIFY THE ENGINEER IF CALL TOLL FREE ANY DISCREPANCIES OR CONFLICTS WITH PROPOSED 3, ALL PAVING IS TO BE COMPLETED WITHIN THE SAME "811" OR 1-80R44 UTILITIES ARE FOUND. PAVING SEASON. - INDIANA UNDERGROUND -