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HomeMy WebLinkAboutC2 - PROPOSED SITE PLAN - CIVILIF EXISTING SANITARY MANHOLE TO.C. - 867.22' 8" PVC N-S INV. - 852.82- w 766 GAS PIPELINE EASEMENT PER } M.B. 31, PG, 121 AND M.B. 31, PG 278-280 PRECISE LOCATION AND WIDTH OF EASEMENT IS CURRENTLY FNDEFINED. J LL CONTRACTORS TO COORDINATE 1 IWITH VECTREN FOR ANY (CONSTRUCTION IN PIPELINE EASEMENT w UNDERGROUND ELECTRICAL AND SANITARY WERE NOT SHOWN ON THE REPORT. CONTRACTOR TO VERIFY ALL UTILITIES BEFORE CONSTRUCTION BEGINS. ALL CONTRACTORS TO COORDINATE WITH THERAPLAY & LUCKY FARMS I 7, WHEN WORKING IN FENCED AREAS NOT INCLUDED STEPHENS, RITA C. & BRA); -TIMOTHY L. INSTRUMENT N0 20f3-44346 i 376,48' x - cool 10 W / PI > PM t pit PHASE EXIT / CAR 14 .cJN _ i 20' SIDE DUILDI SETBACK _ /Go Mi SE E604.ON C6 / / URISSPACE FOR I 00/� I i PROVIDE RAMP D) /oo Go i 48' CAKA / was PK5 w /wi i i 64 RES I/IS Iz FIN OOR E TIO A LUCKY LLC 0 IN a INSTR,# 2007-62553 _� ,A LE o.F LI ' E ORTO R 1 L F� On FAR Si OLE C T YIN Lv - Wvc E D ST EWE 40.0 I N V' 2054 1I SETT TR POSED R/W I P -I 8 u © _ S 540'CON- v4K �. EDTL8i GAS-WS-GTLS EGA -GAS-GAS-GAS-GAS-WSJ GAS GAS� WSJ WSJ RELOCATE IffT WMEEANDUWATER VALVE / BP.LV. VFRIFYE DEFT, ANDIIXATpN W/NTLIIYBFIRE CEPI. ' li I 341CYCLE PARKING pSS SPACES YF DTL. 11/C5 N I NEW 3PHASE GOOD GROUND MOUNTED EIECIRICAL TRANSFORMER, INSTALL PAD I� I PER DUKE ENERGY DETAIL ON SHER CA I LUCKY LLC £II INSTR.# 2007-62553 w `I INSTALL 208'-NEWFBNCE. MATCH H qv ADA RAMP ON BIKE PATH, �w SINE ANDCOLOR OF EXISTING p -IIII- SEE DTL E604'ON C6 o b HORSE FENCE (BY OWNER) W 42 �I--------- - G - - - - INSTALL .,.!i�i�i���y�j�i�i�i�i�i���i►���i�i�i�i���i���i�i�ia �i���i•��� u_ �_wcc v :�:u_s�i�ii,��i�^I PAN m q CONTRACTACCORDANCE •TOWNE PR IN AT♦iiiiiiiii♦iiiiiii♦iiiiiiiiiiiiiiiA-MiiiM MR7iiiiii J� STREET ,I Ii�i�iiii♦iiiiiiiiii♦iiiiii4►iiiiiiii♦iiii♦.ii� iiii 1i11 I YI. STYLE AND • LNEW DRIVE AYiN T.O.C.k SEE ­CNFA71O MR NEW TRANSFORMER FROM ROLE �, III• CHILDREN'S THERAPLAY BUILDING SIZE EX.THERAPLAY ARENA PHASE 1 & 2 ADDITIONS TOTAL 18,055 SQ.FT. 4,892 SOFT. (PH. 1 STABLE) 22,947 SQ.FT. 5,356 SOFT. (PH. 2 BUILDING) 870 SOFT. (PH. 3 CANOPY) 29.173 SOYT. EXISTING BUILDINGS ON LUCKY, LLC STABLE 6,480 SOFT. STABLE/RIDING ARENA 30,998 SOFT. HOUSE 2,734 SOFT. TOTAL EXIST. BUILDINGS 40,212 SOFT. EX. PVM'T w/i LIMITS 36,410 SOFT. PR. Pi i i LIMITS 30,012 SQ.FT. TOTAL LOT COVERAGE 27.0% (PROPOSED) TOTAL EXISTING IMPERVIOUS 59,357 SQ.FT. TOTAL PROPOSED IMPERVIOUS 59.185 SOFT. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City yof Capmaedl �VT�Vt�D*VAWML DATE: \ 10/30/19 ASPHALT PAVEMENT SPECIFICATGNS THE PAVING CONTRACTOR SWAT BE RESPONSIBLE FOR THE FOLLOWING; I. THE AREA TO BE PAVED SHALL BE CLEARED OF ALL ROCK, DEBRIS, ROOM AND VEGETATION. AN APPROVED SOIL STERILART SHALL BE UTILIZED TO PREVENT THE GROWTH OF WEEDS. 2. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ARY PHASE OF SUBGRADE CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THE REPLACEMENT MATERIAL SHALL FILL THE UNSTABLE AREA FOR THE ENTIRE DEPTH OF THE COMPACTED SUBGRADE AND MEET THE SUBGRADE COMPACTION REQUIREMENTS. THE SUBGRADE SHALL BE SHAPED TO THE TRUE LINES AND GRADE AS SHOWN ON THE PLAN. 3. THE SUBGRADE SHALL BE COMPACTED TO 95% LABORATORY DENSITY AS DETERMINED BY ASSHTO METHOD T-99. 4. THE SUBGRADE AND FINISH PAVING SHALL BE TESTED By AN APPROVED TESTING COMPANY FOR UNIFORM SMOOTHNESS, DENSITY AND GRADE. 5. THE HOT MIX ASPHALT BASED MAY BE PLACED DIRECTLY ON THE PREPARED SUBGRADE IN ONE LIFT FOR THE BASE COURSE TO THE REQUIRED COMPACTED THICKNESS AS SPECIFIED IN LEGAL STREET STANDARDS. 6. THE HOT MIX ASPHALT BASE AND SURFACE SHALL BE PLACED IN ONE LIFT TO THE TRUE LINE AND GRADES AS SHOWN ON THE PLANS. THE PAVING MIXTURE SHALL BE PLACED AND COMPACTED AT A TEMPERATURE BETWEEN 250 F. (121 C) AND .HIE 0 IT 49 C). 7. THE PAVING MIXTURE SHALL BE TRANSPORTED TO THE JOB SITE IN CLEAN WELL-CCVERED TRUCKS WITH SMOOTH DUMP BEDS. THE BASE AND SURFACE MIXTURES ARE TO BE PLACED WIN SELF CONTAINED, POWER PROPELLED PAVERS CAPABLE OF PLACING THE MIX TO THE REQUIRED DIMENSIONS AS SHOWN ON THE PLANS. 8. ASPHALT GRACE SHALL BE DETERMINED BY ITS ABILITY TO SATISFACTORY CANT THE AGGREGATE, RESIST RUTTING AND REMAIN STIFF DURING HIGH TEMPERATURES AND SUSTAIN FREEZE/THAW CYCLES IN ADDIRON TO THE CONSIDERATIONS OF ANTICIPATED WEATHER, MIXING PROCESS AND CURING RATE. 9. SEE DETAILS ON SHEET C6 FOR PAVEMENT CROSS -SECTIONS. 10. ALL PROPOSED ASPHALT PAVEMENT MIX DESIGNS SHALL BE IN COMPLIANCE WITH INGOT STANDARD SPECIFICATIONS, LATEST EDITION. 11. ALL PARKING STRIPING AND ADA AREAS SHALL BE MARKED WIN A DURABLE NONSHRNK, WHITE POINT TO BE APPROVED BY ME ENGINEER (BLUE PAINT PER ADA 2016 REQUIREMENTS). DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPNRED TO THE SATISFACTION OF THE CITY/INDOI AT THE COMPLETION OF THE PROJECT. THE CONTRATOR IS ENCOURAGED TO INSPECT THE RMT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF ME RIGHT-OF-WAY. NO EARTH DISTURBING ACTRATY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OP THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REWIRED TO E RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT Of THE RIGHT-OF-WAY LINE. w/- wP/ W/ A5/ MAE PHASES 1TION EXCAVATIONS SHALL BE I PHASE WITHIN 3' OF NEW STABLE 1ILDING ADDITIONS PHASE I FLAYGKUUNU 112 4} 7j i r S 8$Y4137" � f / Z«NE[i U o TREESDALE DE ENTION a a = r EXISTING POND 100-YE ELEVATION - 58.10' CopE ARENA BUILDING BASE FL ELEVI = 869.81' 80 po wxw 18,018 sq.ft. M.L.A.G. ELEKI= 869AV - 0p OV IS O THERAPLAY ARENA iwaiz p E O O HIO FINISH FLOOR ELEVATION 1 J> Qu�Q3pm 870.td' IN 100'-0" 0-00POO INSTR.# 2007-62553' _. 6' BARRIER CONCRETE CURB. STEEL 1016/Ch PROVIDE A/C -- �_���i�.riMi,►i♦i �,� �=�L�Gii i ♦ FUTURE ,^ w SENSORY i P / GARDEN . G EXISTING STABLE 6,480 1 CONTRACTOR TC VERIFY TRANSFORMER LOCATION FOR TEMPORARY ELECTRIC SERVICE R'S1'1i," W - 13 i � .- i CON[RELE NOTEI. ALI 318. 'BUILDING CODE REQUIREMENTS FOR REINFORCE CONCRETE": COMPLY WITH APPLICBLEAE( REDESIGNS EXCEPT AS OTRWISE INDICATED.2. EMPLOY ACCEPTABLE TESTING LABORATORY TO PERFORM MATERIALS ENALOATIW, TESTING AND DESIGN OF CONCRETE MI%ES. 15Y 3. PERFORM SAMPLING AND TESTING DURING CONCRETE PLACEMENI, AS FOLLOWS: AR CONTENT ASTM C 173, ONE FOR EACH SET OF COMPRESSNE STRENGTH SPECIMENS, 6 IL MINIMUM LIGHT -DIM ASPHALT IN ON ALL CONCRETE EXPOSED TO FREEZING OR THAWING. COMPRESSIVE STRENGTH ASTM C 39. ONE PARKING SPACES, SE SET OF EACH 50 CU. YES. OR FRACTION THEREOF EACH CLASS OF CONCRETE:WE SPECIMEN TESTED DR.2/C5 AT 7 DAYS, ONE SPECIMEN TESTED AL 28 DAYS. AND ONE RETAINED FOR LATER TESTING IF REQUIRED. WHEN THE TOTAL OPNITY OF GIVEN CLASS OF CONCRETE IS LESS THAN 50 CU. YES. STRENGTH PH. 3 CONCRETE PATIO I T x 24'. W/ TESTS MAY BE WANED BY ENGINEER IF FIELD EXPERIENCE INDICATES EVIDENCE OF SATISFACTORY 8"CONCI WALL, / STRENGTH. TEST RESULTS WILL BE REPORTED IN WRITING TO ENGINEER OR GENERAL CONTRACTOR. ESEDTLTEPS/W PH.35' WIDE CONCRETEFEPS/wALK CONTACT THE CONCRETE PRODUCER WITHIN 24 HOURS AFTER TESTS ARE MADE. W/HANDRAIL SEE DTL. 7/C5.2 4. CONCRETE FOR EXTERIOR PAVEMENT, SLABS, WALKS PATES, AND CURBS SHALL HAVE A 28 DAY CONCRETE RAMP MAX 36', W/ COMPRESSIVE STRENGTH OF NOT LESS THAN 4,000 PSI FOR ALL EXTERIOR POURED CONCRETE. I Z'CONIC. RETAINING WALLS, SEE Di 6/CS.2 5. MIX DESIGN MAY BE ADJUSTED WHEN MATERIAL CHARACTERISTICS, JOB CONDITIONS. WEATHER, TEST RESULTS OR OTHER CIRCUMSTANCES WARRANT. DO NOT USE REVIEO CONCRETE MIXES UNTIL EXERCISE ARENA SUBMITTED TO AND ACCEPTED BY ENGINEER. 6. PORTLAND CEMENT ASTM C 150. TYPE AS REQUIRED. 7. ASTM C 33, EXCEPT LOCAL AGGREGATES OF PROVEN CURABILITY MAY BE USED WHEN ACCEPTABLE TO �- 2 M -I Z'CONCRETE (I R T I% F AGGREGATE P i - MINIMUM ENGINEER. USED EVENT MIXED SIZES 0 ACC EW E U 0 SSIZE. RETAINING WALE ® RAMP N TOO.H.DOOR TO ARENA, B. WATER; DRINKABLE SEE Di ON C5.2 -MILL aOVERLAY EXISTING 9. MR-ENTRANINC ADMIXTURE : ASTM C 260. ASPHALT, SITE ALTERNATE No. I 10. WATER -REDUCING ADMIXTURE: ASTM C 494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. ONLY USE ADMIXTURES WHICH HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS. CONCRETESTEPS, HANRAIL 11. PROVIDE FORM MATERIALS WITH SUFFICIENT STABILITY TO WITHSTAND PRESSURE OF PLACED CONCRETE - AND RETAINING WALLS PER WITHOUT BOW OR DEFLECTION. 0% ARCH. SHINS fFYPI OA 12. DEFORMED REINFORCING BARS: ASTM A 615, GRADE 60, UNLESS OTHERWISE INDICATED. g ZONIED aT 13. WELDED WIRE FABRIC : ASTM A 185, 14, JOB SITE MIXING: USE DRUM TYPE BATCH MACHINE MIXER, MIXING NOT LESS THAN 1-1/2 MINUTES FOR ONE CU, YD, OR SMALL CAPACITY. INCREASE MIXING TIME AT LAST 15 SECONDS FOR EACH ADDITION CU. YD, OR FRACTION THEREOF. 15, READY MIX CONCRETE: ASTM C 94 IF 6' BARRIER CURB fFYPI•SEE DT 16. CONSTRUCT FRAMEWORK SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT SIZE, 10.16/06 & CARMEN CURB SHAPE, ALIGNMENT, ELEVATION AND POSITION, INSTALLATION NOTES ❑. CLEAN AND ADJUST FORMS PRIOR TO CONCRETE PLACEMENT, APPLY FORM RELEASE AGENTS OR WET FORMS AS REQUIRED, RETIGHTEN FORMS DURING CONCRETE PLACEMENT B REQUIRED TO ELIMINATE LEAKS. 18. SATISFACTORY SOIL MATERIAL SHALL BE FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIAL VEGETABLE AND OTHER DELETERIOUS ORGANIC MATTER. f - SOL SHALL CONSIST OF NONORGANIC, LOW PLASTIC (PI 20) MATERIAL. M' 19. WB-BASE MATERIAL: SHALL BE NATURALLY DR ARTIFICIALLY GRACE MIXTURE OF NATURAL OR CRUSHED GRAVEL. CRUSHED STONE, CRUSHED SLAG, NATURAL OR CRUSHED SEND. 20. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST PITH WARNING LIGHTS. • 21. PROTECT STRUCTURES, UTILITIES. SIDEWALKS. PAVEMENTS AND OTHER FACILITIES FROM CAMIGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT. UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY MU LGH EARTHWORK OPERATIONS. 22. FORM CONCRETE SUCH THAT FAVORABLE DRAINAGE OCCURS TO STORM DENNIS. STARWELL DRAMS, AND/OR PARKING LOTS. NO DRIVNACE SHOULD OCCUR TOWARDS THE FOUNDATION OF BUILDING WALLS. 23. MINIMUM CONCRETE COVER SHALL BE 3" FOR REINFORCING STEEL IN ACCORDANCE WITH (ACI 318-83). O UNERENA HE T HERAPV ARENA i0 T 24. WELDING. INCLUDING TACK WELDING, OF REINFORCED STEEL IS PROHIBITED, WELDING OF REINFORCING STEEL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE ENGINEER LUCKY, LLC INDOOR RIDING ARENA, VERIFY ' " TYPE SIZE AND LOCATION WITH OWNER 25. FOOTINGS SHALL BEAR ON UNDISTURBED MATERIAL. ANY UNSUITABLE MATERIAL SHALL BE REMOVED. APPROXIMATE LOCATION OF UNDERGROUND ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY AN INDEPENDENT SOILS ENGINEER AT DIRECTION ELECTRIC SERVICE FROM POLE MOUNTED OF GENERAL CONTRACTOR BEFORE CONCRETE IS PLACED. TRANSFORMER TO EXISTING ELECTRICAL T CABINET 26. EXPOSED IN THE BASES OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHALL BE ED AGAIN AGAINST ANY DETRIMENTAL IN CONDITIONS FREEZING. SUCH AS DISTURBANCE, RAN OR FREEZING. CONTRACTOR TO VERIFY NUMBER TYPE AND T BE TO SURFACE RUNOFF SHALL NOT BE ALLOWED i0 ENTER THE EXCAVATION. SIZE OF WIRE FOR EXISTING UNDERGROUND E L ECTRIC SERVICE FROM POLE MOUNTED 27, PROVIDE CONSTRUCTION. ISOLATION AND CONTROL JOINTS AS INDICATED ON CIVIL SHEETS. TRANSFORMER TO NEW METER/CT CABINET 28, ALL EXTERIOR CONCRETE SHALL BE FINISHED WITH A LIGHT BRWM TYPE SURFACE. 1 29, THE SUB -CONTRACTOR SHALL PROVIDE SPECIFICATIONS AND MANUFACTURERS DATA FOR CONCRETE SEALER, JOINT FILLER, AND CURING COMPOUND FOR ALL FLOOR SLABS. TO THE ENGINEER PRIOR TO INSTALLATION FOR APPROVAL. 30, ALL SOFT, WELDING OR OTHER UNSUITABLE MATERIALS ENCOUNTERED DURING ANY PHASE OF N 88051 16 E - 91 4.1 O SUBGRADE CONSTRUCTION SHALL BE REMOVED AND REPLACED WIN SUITABLE MATERIAL. THE REPLACEMENT MATERIAL SHALL FILL THE UNSTABLE AREA FOR THE ENTIRE DEPTH O THE COMPACTED AND MEET THE COMPACTIONS REQUIREMENTS. THEMPNLANNs THE SUBGRADE SHALL BE SUBGRASt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q.ft. 4. USE COMPACTED CINNABAR FILL WREN UTILITY LINES ARE PLACED UNDER WALKS AND DRIVEWAYS. _ _ - - _ _ . - - I' CONTOUR LINE G- EXISTING GAS LINE 5. SOIL BORINGS HAVE NIT BEEN PERFORMED, ALL PAVEMENT DESIGN IS BASED ON AN ASSUMED SOIL _ - - 5' CONTOUR LINE - PROPERTY LINE BEATING OF 1.500 PST. TEST ALL SUB GRADE PRIOR TO PLACING PAVEMENT SECTION. - ADJOINER/SECTION LINE To UNDERGROUND FIBER OPTIC ---- RIGHT-OF-WAY LINE 6. PROVIDE SLEEVES FOR MECHANICAL WORK AS REQUIRED. E PROPOSED UNDERGROUND ELECTRIC - - - CENTERLINE 7. NOTIFY ENGINEER AT LEAST I WY (24 HOURS) PRIOR TO PLACING ANY CONCRETE. WOOD PRIVACY FENCE SETBACK LINEEASEMENT - F - PROPOSED FIRE/SPRINKLER TAI EXISTING OVERHEAD UTILITY LINES B. AREAS FCURBING, SIDEWALKS, PAVING AND BUILDING SHALL BE FILLED WITH 4. Of TOPSOIL SUITABLEE FOROR LANDSCAPING. _ IS _ PROPOSED GAS SERVICE EXISTING UNDERGROUND PHONE x PROPOSED WATER TIME "°' EXISTING TELECOMMUNICATIONS E THIS SEEN FOR EXTERIOR CONCRETE SPECIFICATIONS. SEE w EXISTING WAILERR LINE LINE PROPOSED SANITARY SANITARY SEWER TIME l O.ixlS STRUCTURE SHALL COMPLY WITH ADA 2010. e e e e e PROPOSED STORM SEWER = - - - =STORM SEWER HALL EDGE OF PAVEMENT Rejn ARE 5 FEET UNLESS OFFERINGS NOTED. ALL DIMENSIONS ARE PROPOSED SWALE FLOW! LINE MEASURED PERPENDICULAR FROM FACE O BUILDING. EDGE OF PAVEMENT, OR FACE OF CURB, UNLESS lTi &D.A. SPACE r SIGNS OTHERWISE NOTED. s MAILBOX DIAL PROPOSED WATER VALVE 000 STORM INLETS 12.IF ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL HE w PROPOSED P.LV. ,4` STORM MANHOLE ADVISED BEFORE WORK IS CONTINUED. Ow WATER METER ® SOIL BORING 111NACTIVE AND ABNCONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL W GAS VALVE • UTILITY POLE E AL REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, RUGGED OR CAPPED AS DIRECTED BY DIN WATER VALVE UCoY LIo-C HE UTILITY COMPANY AND THE ENGINEER. Q GAS METER (D PHONE MANHOLE Y� INKSTER.# 20( Q PROPOSED SANITARY MANHOLE w UTILITY PEDESTAL HOLEY MOLEY SAYS qp CLEAN OUT PIPE BOLLARD "DIG SAFELY" ® ELECTRIC TRANSFORMER ® CONDITIONING UNIT FIRE HYDRANT �] LIGHT POLE BASE D` Y FIRE DEPART. CONNECTION ED L2GHI IY ASPHALT PROSEE ARCH PLANS FOR INTERIOR LAYOUT, ME DETAIL ALE /05 AND BUILDING DIMENSIONS EPos6D Hun-OUtt gASPHALTM W SEE DETAIL NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. HIT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG CALL TOLL FREE PER INDIANA STATE LAW IC8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROPOSED SITE PLAN AxN IF GRAPHIC SCALE 0 SO 45 EO 9a HE ( IN FEET ) 1 inch = 00 it.