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HomeMy WebLinkAboutC200 SITE PLAN5 10 1 9 RELEASED FOR CONSTRUCTION Subject to compliance with all regulation: 9f State and Local Codes City of`Carrmil �NW� \DKU�DAAL DATE: 04/17/19 I I I I I H5 I ION 589051'51"W 18.50' I I I Ig o I 0 1 ZONE: PUD N89451'511 BUILDING GFA111:- 1530 S.F. FEE = 897.87 LOCAL ELEV=896.87 (CLOSEST INLET CASTING) POND N8 100"YR ELEV=889.25 M.F.P.G. = 891.25 1 = 897.68 ZONE: PUD VOWC SHOPPES LLC INST. #2018Ow297 7 LOT �4S 897.84 LOT 9 BLOCK INST. E700021987 L II ,e, Cli N89051'51"E 85:50' M,0 STORY MASONRY BUILDING O CEDAR KNOLL REAL ESTATE INVESTMENTS, LLC INST. #2010071301 12730 MEETINGHOUSE ROAD JACK k EUZdBETH MILLER INST. #200100D81667 12720 MEETINGHOUSE ROAD CARMEL, IN 46032 7 6 B 4 2 / \ SITE PLAN NOTES SITE PLAN GENERAL NOTES n <\ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING HARDSCAPE PaJ THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE ? CITY, COUNT0 Y, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 0 6'CURB AND GUTTER q \ \ \ H2 > WORK SECTION ARE ESTIMATES AND SHALL BE CONTRACTORS. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF G 0 CONFIRMED BY THE BIDDING C AI / y✓ \ ° ��.\ w j H3 CONCRETE SIDEWALK DO FUTURE CURB 2. 3. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS "" 9p wE pj p; EXISTING ACCESSIBLE RAMP FORE(CAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'PH APPLIES TO p w NO 0 EXISTING PARKING TO REMAIN ALL EXCUGANAAVATIONS EXCEEDI CBEDING TWENTY ( 5) FEET N DEPTH IN ADDITION, J S E GRA $ / // \ \ OFATRENCH 9AFETV SYSTEM BY REGISTERED RODEPTH FESSIORNALHE DESIGN Z A N 6F HIS CONCRETE STOOP ENGINEER h 0 N 'S IRESPONSIBILITY 4. T SHALL AI THE LITYC SIBILITYOFTHEDEVELOPS PROD CONTRACTOR �Z+ V '� 0 ACCESSORIES TO MAINTAIN QUALITY CANTROLTHROUGHOUT THIS PROJECT. nQ+ a 01 a0 cn J \ II 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO LANDSCAPE PLANTING AREA CONCRETE SURROUND APPLICABLE LOCAL STANDARDS. — - GRASS 6. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE °a Z A. -«-- y� / ONLY SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. \\ ~ / ] THE ENGINEERANDIOR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION rT`1 ``— / MEANS AND METHODS ASSOCIATED WITH THE PROJECT. W 493' x / 8. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR {Errr��111j ? c FACE OF BUILDING. 1 . rT, YYY H4 9. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING LW LL1 DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING Al FROM THESE PLANS. r TW\1 �j U At I`,1h\\\\� I Y 10, COORDINATE CONSTRU=ON ACTIVITIES WITH ADJOINING WORK IF �'�1 z —N °259• $ Icy' APPLICABLE. VERIFYEXTENFOFADJOININGWORKANDCOORDINATEAS I.Y REQUIRED. ~ I00 LIP 4.9'5\\� ° \ o E \ \ \ © 11. FIELD MATCHVERIFY WITHINAMIN. OFCURBS THREE ND TAPER PROPOSED VERTICAL CURBS TO N 3 e.\\\\,\j MATCH WITHIN AMIN.OF THREE (3)FEEf. r . \\\ x 12. a DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON �� cc �uz 'O J d ACTUAL FIELD LAYOUT COORDINATES. _ 13. THE START OF CONSTRUCTO VERIFYHCONTRACTOR ALI THE FIELDPRIORF START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR p ay Z I ED ALL FIELD DIMENSIONS. IF ANY DISCREPANCIESARE FOUND IN THESE 08'09"E �,�' / CHAIRBACK CURD R\\\\� V I ; 4' } PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY ' p THE ENGINEER IMMEDIATELY. m 14. PROVIDE SMOOTH ESSAPYN ALAREASMNEWLYPAVIED OSED PASTOE%ISTING °41; d. / / / / ®• z RREABs USTING NECESSARY. ALL STING ERE EDGE OF PAVEMENT SHALL BE MEETS S EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF A Y m m m R ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE Q3 z • ],35' / / I PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE ]0.0 / / I NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. ]5'ViOW / 15. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL ma 6 G AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING tj CONSTRUCTION FROM TRAFFIC By CONTRACTORS, SUBCONFRACTORS, OR m • / / SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. H5 / / I 16, THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY R / I POINT OF BI ^ - \ (PARCEL 11J CORNER MONUMENTS DURING CONSTRUCTION. / / I17. REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. : ^I 18. REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. N00°OS'09"W 2�.45' w / 65! -B x / I SITE DATA jEy 3B SITE AREA =0.05 AID x y BUILDINGARE4=1530SF m Tgl,a LS / F / W PERCENT IMPERVIOUS=88% A5 ZONING =PUD NFRONT YARD ESL REQUIRED 10 FT v� 2�SIL m �-I "11p1111111r11/III/��P / J�SK. rNINNf ET 7 0200392 STATE OF IIx I '. b •MDIAM 1IT11 yA}L iI\ ° la• ° a / / / I III I IAFff6KSNQJNBMAT P8. 10]W392 14 I` I• / // III / ° °Ir" ° / I / / POINT OF BO ° • . { a / / / \ I (PARCEL 10) L / / / � CONCR! SITE PLAN LEGEND WALK C .I {. HOOKUP ORNAMENTALLIGHT RIGHT OF WAY LINE < U URI TILES LINE TYPES — ° / j / I g W FIRE DEPF / / / I Z x I VV FIRE HYDRANT STREET LIGHT FENCE LJ POST INgCATOR VALVE ^O PARKING LOT LOW (1 HEAD) BUILDING SETBACK LINE Z O WATERMANHOLE 0 COMMUNICATIONS JUNCTION BOX BOUNDARY LINE O w.4 WATER METER © COMMUNICATIONSMANHOLE SECTION LINE p >,1 Q CIP I ® WATER VALVE 91 COMMUNICATIONS PEDESTAL T�T \ - m / V GAS METER ® TRNFFICOMMUNICSIGN3R5ER a ®q G48 VALVE ABBREVIATIONS I� F TRAFFIC SIGNPL POLE � U dl O Q EEC MCMPNHOE IS BSTORM CLFIC IGNAL EANCUT BSL BUILDING SETBACK LINE [I F� p q ELECTRIC METERELECTRICAL RISE BEEHIVE INLET DSUE. DRAINAGE AND UTILITY EASEMENT I EASEMENT En Z G IZ ® TRANSFORMER ER O CURB INLET FEE FINISH FLOOR ELEVATION O K / l FLOOR DRAIN P / GUYANCHOR ® ROUND INLET U FTy p6 ELECTRIC JUNCTION BOX ® SQUAREINLET O Q M GENERATOR Q STORM MANHOLE'Cr UTILITY Pi rr.�l K �yyi • I= SCHNEIDER REBAR UTUTYPOLEWITR4NSFORMER ® DOWNSPOUT N ®= SWITARYSENNERUi' CLEANOKK B MONITORING WELL Q Z a ,C& UOUIO PROPPNE GASFPNK ® SWITPAYSEWER MANHOLE FM Z o OTHER W E SIGN Knowwhat'sk7EIow. A Q GATE POST Call before you dig. SHEET NO. jl I Indiana nn IF wnnm BOLLARD S 00-3 C2 I PARKING METER 811 0I 800-Call 44 PARKING WHEEL STOP SCALE: 1 " = 10' 24 HI M OPT, 7 No a ~ j 00 eew INDwu STATE LAW ID u-1-26. ACCESSIBLE SPACE WIT moUT NOO�NG mE unOfR`=` PROJECT NO. LOCATION SERVICE TNo N) MVPMINC 12 PARKIN (COUNT 0 5 10 20 DAYS BEFORE COMMENDING AORK. y �/, 16.0607 6 5 4 3 2 1