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HomeMy WebLinkAboutC100 - EXISTING CONDITIONS AND DEMOLITION PLAN/ TBM#1 CFO 9O6) / MAC NAIL WITH °SEA GROUP' WASHER / ELEV 862.9 N: 1721917.93 6 E: 193034.68 A / a / tiha / 4 rye �/ a� / K ad'4 P/ , On \ SF Qk ti C EX TELL VAULT SAANN�CLEANWT / NV. 857,68 C. 4 / DIRT & GRASS VACANT LAND 12" PVC N W INV 84914 12° PVC 5 INV 849.48 INV. 855.53 N8834'31E,-277' -k - -- --- -\ ll k �Z - 14 2 COi ST ROD STORM CLEAN OUT �`V /' PROF INV. BSfi.Jfi TSTSORMM CLEAN CUT EASEMEN / LOT 8A / REPLAT IN R.A. FRANKEF A R SON OF LOT B SUBDIVISION / PLAT CABINET STEP E 5] INSTRUMENT /4, TE1945 WTNESB DALLC / H2018 3427 342]1 / CONTRACTOR TO -VERIFY NON USE / �' AND REMOVE � unu CONDUIT 5°ey� S;ee epa�eo ep°e`er 7BMp2 9003) MA °�. MAG NAIL ELEV: 858.4 N: 193344 . E: 193348.8994 fv T� t t� I I \ti I I I I I I I V I I I D UTILITY ER PLAT) ;ASPHALT." LOT ] OC. LOYD CORPORATION INSTRUMENT d2000-2338 6, 11111 4 SB. 20J // INLETU -- �_ EIE_V. NR BS735 15 RCP A. INV 8.$25 _ _ Z _ tR 2000 , 8580E x _ ELEV R 858.05 10° PVC W INV. 85285 ' PROPOSED DRAINAGE & 24 RCP N. 85245 EASEMENT (PER PLAT) 24 RCP E. 852.45 ASPHALTPC 11r .5% T TwTT T, _T T TA I I_r I I ICI I I I I I I I I I I I r 853 B52__ 9 SSZ w 9 e1 kAA (R 413' SiBU 0.3' 03' I ILI m f m e 2] _ m I 03 ss ss Ilr: `US qL �I � II ©Z I 419' 01 BASKETBALL N P GRAVEL 1 "_ op}a.'., ,.....�. --. - ------ _-- - "--" _---_____ _"__"__.24,xw NW INV aS oe56".___--"________"___ '- 24'RCP E. INV, 85P CONCRETE LIDS +_ - - CAREEL CLAY SCHOOLS ' I GRAVEL I eUlmlxc ,I %--=___------__--- I DEMOLITION NOTES ----"-" DEED NOT Pauno TBMgb (pt 9001) 1. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING, CALCULATING & PRICING HIS OWN QUANTITIES. MAC NAIL ELEV: 862.12 721725A2. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO STARTING DEMOLITION OF THE NE: 1192848]6 sspeA� SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND SUPPORT OF ALL EXISTING UTILITIES DURING LOT 9 CONSTRUCTION. CONTRACTOR SHALL GIVE NOTICE TO THE ENGINEER OF ANY CONFLICTS OR REQUIRED RELOCATIONS ROBERT R. & SHRILLY S. MATCHETT o° ,ye NOT SHOWN HEREON. DEED eooK no, PACE 441 FeP°`e°, 3. CONTRACTOR SHALL MINIMIZE DISRUPTION TO ADJOINING PROPERTIES AND SHALL COMPLETE WORK AS SOON AS ePoe PRACTICAL. CONTRACTOR SHALL COORDINATE THE PHASING OF THE PROJECT WITH THE CONSTRUCTION MANAGER AND ° ADJACENT OWNERS. 4. CONSTRUCTION DEBRIS GENERATED FROM DEMOLITION IS NOT CONSIDERED TO BE SUITABLE FOR USE IN ON -SITE FILLS, UNLESS THE DELETERIOUS MATERIALS CAN BE SORTED AND BROKEN DOWN SUFFICIENTLY TO MEET THE - - - - - - - - - - - - - REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING GRADING ACTIVITIES IN THE VICINITY OF THE KEYED NOTES EXISTING GAS, UNDERGROUND AND OVERHEAD ELECTRIC, FIBER OPTIC AND TELEPHONE LINES. FLOOD PLAIN DATA 6. CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL PERMITS ASSOCIATED WITH THE SITE DEMOLITION AND MATERIAL DISPOSAL Q1 EX FLAG POLES TO BE RELOCATED. FEMA PANEL NO. 18057CO207G EFFECTIVE DATE 11/19/2014. 7. ARRANGE WITH THE OWNER A CONVENIENT TIME TO PERFORM DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED Q2 EX CLEANOUTS TO BE REMOVED. AREA OF MINIMAL FLOOD HAZARD - ZONE X MEANS OF EGRESS/INGRESS FROM REQUIRED EXITS, INCLUDING TEMPORARY LIGHTING AND SAFETY DEVICES, ALL IN Q3 E% STORM PIPE TO BE REMOVED. ACCORDANCE WITH GOVERNING STATE AND LOCAL CODE AND LANDLORD REQUIREMENTS. TOPOGRAPHIC NOTE 8. TRAFFIC: CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, ® EX STORM STRUCTURE TO BE REMOVED. AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER THE HORIZONTAL DATUM OF THE EXISTING TOPOGRAPHY IS OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. Q EX ELECTRIC METER, TO BE RELOCATED. CONTRACTOR TO BASED INDIANA STATE PLANE COORDINATES, NAD83. THE E COORDINATE WITH POWER COMPANY. ELEVATIONS OF THE EXITING TOPOGRAPHY ARE GIVEN ELEV ETHE '88). 9. PROTECTION: PROVIDE TEMPORARY FENCES, BARRICADES, COVERINGS, OR OTHER PROTECTION TO PRESERVE EXISTING AMERIC VERTICAL DATUM OF 1988 (NAND NORTITEMS TO REMAIN AND TO PREVENT INJURY OR DAMAGE TO PERSONS OR PROPERTY. PROVIDE PROTECTION FOR © INLET PROTECTION REQUIRED UNTIL REMOVAL OF INLET ADJACENT PROPERTIES AS REQUIRED. AND PIPE. BENCHMARKS Q7 ROCK HORSESHOE CHECK DAM, SEE SHEET C503 TBM �1 (PT 9176) 10. RESTORE INADVERTENT SITE DAMAGE TO CONDITION EXISTING PRIOR TO START OF WORK. MAG NAIL WITH "SEA GROUP" WASHER. LOCATED WITHIN OLD 11. STRIP AND STOCKPILE TOPSOIL WITHIN LIMITS OF DISTURBANCE THAT IS FREE OF CLAY, LARGE STONES AND DEBRIS, Q8 E% CONCRETE PAD TO BE REMOVED. MERIDIAN RIGHT-OF-WAY IN EXISTING ASPHALT WALK. FOR REUSE IN GRASSED AND PLANTED AREAS. ELEV: 862.95 Q9 EX TRASH ENCLOSURE TO BE REMOVED. N: 1721917.93 12. CONTROL AIR POLLUTION CAUSED BY DUST AND DIRT; COMPLY WITH GOVERNING REGULATIONS. E: 193034.68 19 EX STORM PIPE TO BE CUT BACK 2 FEET. 13. FILL DEPRESSIONS AND VOIDS RESULTING FROM SITE CLEARING OPERATIONS, USING SATISFACTORY SOIL MATERIALS, 11 O PLACED IN MAXIMUM 6 INCH LIFTS. COMPACT EACH LIFT TO DENSITY OF SURROUNDING ORIGINAL GROUND. GRADE E% CONCRETE END SECTION TO BE REMOVED. TBM #2 (PT 9003) BACKFILLED SURFACE TO CONFORM TO PROPOSED SITE CONTOURS AND TO PROVIDE POSITIVE DRAINAGE. MAG NAIL. LOCATED IN NORTHEAST CORNER OF EXISTING 12 CONTRACTOR TO FIELD LOCATE EX STORM PIPE STUB END PARKING LOT. 14. DISPOSE OF WASTE MATERIALS, INCLUDING TRASH AND DEBRIS, AND EXCESS TOPSOIL, OFF OWNER'S PROPERTY IN A AND REPORT FINDINGS TO ENGINEER BEFORE REMOVAL. ELEV: 858.40 LAWFUL MANNER. IN: 1721942.44 n BASKETBALL HOOP AND GRAVEL DRIVE ENCROACHMENT TO BE E: 193348.94 15. BURNING OF WASTE MATERIALS ON SITE IS NOT PERMITTED. RELEASED FOR CONSTRUCTION HOOP TO REMAIN W/NEIGHBORS. 16. SAWCUT FULL DEPTH PAVEMENT NOMINAL DISTANCE FROM EDGE TO OBTAIN CLEAN FACE FOR PROPOSED PAVING. -INE TO BE REMOVED W/ END PLUGGED. TBM (PT 9001) Subject to compliance with all regulations MAG NA NAIL. LOCATED WITHIN OLD MERIDIAN RIGHT-OF-WAY 17. CONTRACTOR SHALL COORDINATE ALL ELECTRIC DEMOLITION WITH ARCHITECTURAL PLAN. of State and Local Codes REMOVED. ACROSS FROM SOUTH PROPERTY LINE BY ROAD MEDIAN. City of Camel ELEV: 862.12 18. EROSION CONTROL MEASURES SHOWN MUST BE IMPLEMENTED BEFORE DEMOLITION AND GRADING ACTIVITIES. (� 'ROTECTION, SEE C503 N: 1721725.13 �vm�\a*SdNn�L E: 192848.7648.76 19. REMOVAL OF CURB SHALL BE TO THE NEAREST JOINT. DATE: 07/22/19 2' RCP INV 850.91 z m II z mo> �I o 0 2 m z�Ov� .. w,riam p U N ti H 0 O I�f W Q U U Z 0 UPIw 4 w U O O I d d O U N 6 uwi 2Ma0 > ; TREE PRESERVAT10N AREA TO BE SURROUNDED WITH FENCE 0 �M 0� fri 588'44'271 2]34]' ABBREVIATIONS v J J N ® 0 ® EX CATCH BASIN 1' PROPERTY LINE J w ze (�) EX UTILITY MANHOLE PR PROPOSED o ME 00 wo EX WATER VALVE R/W RIGHT OF WAY 0 Q u w y EX FIRE HYDRANT C/L CENTER LINE � -- EX w 'APIv WATER POST INDICATOR VALVE a U) w ti FEE FINISH FLOOR ELEVATION LU w EX FIRE METER Z EX POWER POLE TER TO BE REMOVED H EX UTILITY POLE w EX GROUND LIGHT I EX SIGN d'- Z P EX FLAG POLE - Q 0co EX SAN CLEANOUT ED U O Z 10 EX ELECTRIC TRANSFORMER W w DA EX AC UNIT K g ® EX TELEVISION PEDESTAL 0 Z Q :e EX ELECTRIC METER THE INFORMATION SHOWN CONCERNING EXISTING ZO O O UTILITIES IS NOT REPRESENTED, WARRANTED OR Q� U) w ac EX GAS MARKER GUARANTEED TO BE COMPLETE OR ACCURATE. U O5 w ® EX GAS METER EXISTING SITE DATA WAS PROVIDED TO MSG BY CV } � THE CLIENT. INVESTIGATION, LOCATION, SUPPORT, of C m PROTECTION, AND RESTORATION OF ALL EXISTING Z C Z ---�--- PROPERTY LINE UTILITIES AND APPURTENANCES SHALL BE THE Q RESPONSIBILITY OF THE CONTRACTOR, PRIOR TO 0 O p ---R/W--- RIGHT OF WAY CONSTRUCTION TO DETERMINE IN THE FIELD THE w ACTUAL LOCATION AND ELEVATIONS OF ALL I_ = L31 --ST-- EX STORM EXISTING UTILITIES WHETHER SHOWN ON THE W PLANS OR NOT. THE CONTRACTOR SHALL CALL _-SA- EX SANITARY THE INDIANA UTILITIES PROTECTION SERVICES, AT O --OHE--- EX OVERHEAD ELECTRIC 811 OR 1-800-362-5544 TWO (2) WORKING --w-- EX WATER IDAYS PRIOR TO THE START OF CONSTRUCTION. COMM EX COMMUNICATIONS -- G -- EX GAS Z -Eo-- EX FIBER OPTIC Z FULL DEPTH SAWCUT LINE C7 CIP) CL x x x xX xx REMOVE EX CURB, STORM OR GAS Z 0 O REMOVE E% ASPHALT/GONG WALK X J w = O INLET PROTECTION 0 W 00 GRAVEL CONSTRUCTION ENTRANCE 0 15 30 60 -s-W- SILT FENCE ® OS TEMPORARY RISER PIPE & SKIMMER, SCALE: 1 IN = 30 FT 1 Coo SEE DETAIL SHEET C503 FOR PHASING I & DETAILS REDUCED) TO 6- PVC INV 85102 O LOT BB MEL POST N0. 10003 UP l OF FOREIGN WARSSIN¢' RUMENT g201103233131 n LEGEND PR 24' BOB NV 851,91