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Home My WebLink AboutC200 SITE PLANGGGT(U)T(U)T(U)T(U)T(U)E(U)T(U)T(U)T(U)T(U)E(U)E(U)T(U)T(U)T(U)T(U)T(U)E(U)E(U)E(U)E(U)E(U)E(U)E(U)T(U)T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U)T(U)T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U) E(U)GGGGGGGGGGG G G G G G G G G G G G G SPRING RUN ESTATESCROOKED STICK SECTION 5PROPOSED MAINT. BLDG. 5000 SF F.F.E. 869.0 MFPG=869± MLAG=869.0 PROPOSED ADMIN. BLDG. 3600 SF F.F.E. 874.8 MFPG=866± MLAG=874.75 STAIR WELL & STORAGE 413 SF F.F.E. 874.8 MFPG=866± MLAG=874.80 GGGT(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U)T(U) T(U)T(U)T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)T(U)T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)GGGGGGGGGGG G G G G G G G G G G G G SPRING RUN ESTATES SPRING RUN ESTATESCROOKED STICK SECTION 5H2 S1 P1 H1 P1 P2 P3 S2 P4 P4 P4 P2 B1 P5 P5 C200SITE PLANW170206-C200 siteSITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. 18.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. SITE DATA EXISTING BUILDING TO BE REMOVED = 2880 SF NEW BUILDING = 9014 SF ZONING = P-1 FRONT YARD BSL REQUIRED = 40 FT FRONT YARD BUFFER = 40 FT REAR YARD BSL REQUIRED = 15 FT REAR YARD BUFFER = 25 FT SIDE YARD BSL REQUIRED = 20 FT SIDE YARD BUFFER = 15 FT SITE PLAN NOTES PAVEMENT HEAVY DUTY ASPHALT PAVING HEAVY DUTY CONCRETE WITH 1' CHAMFERED CORNERS STORM INLET WITH CONCRETE APRON SHOWN ON SHEET C601 MATCH EXISTING PAVEMENT ELEVATION REGRADE AND COMPACT EXISTING STONE HARDSCAPE INTEGRAL WALK AND CURB ASPHALT PAVEMENT FLUSH WITH CONCRETE APRON BUILDING ACCESSORIES REFER TO ARCHITECTURAL DRAWINGS FOR NEW BUILDING SIGNAGE & MARKINGS 4" PAINTED WHITE SOLID LINES (TYP) 4" PAINTED WHITE SOLID LINE ISLAND H1 H2 B1 S1 S2 P1 P2 P3 P4 ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BUILDING SETBACK LINE BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER BOLLARD FLAG POLE POST SIGN DOWN SPOUT GATE POST COMMUNICATIONS RISER BEEHIVE INLET CURB INLET ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE ROW RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION PAVEMENT SITE PLAN LEGEND UTILITIES ABBREVIATIONS LINE TYPES SECTION LINE REVISIONS AND ISSUESW17.0206PREPARED FOR:11128 CROOKED STICK LANE, CARMEL, IN 46032PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RAMDESIGNED BY:DWG NAME:PROJECT NO.:W17.0206DATEBY12.20.2017BJSDATE:RAMKnow what's below. before you dig.Call R MAINTENANCE BUILDINGISSUED FOR CARMEL TAC11.09.2017BJSISSUED FOR STATE RELEASE11.27.2017BJSW S N E STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM12/20/2017 Part of the NW/4 of Section 14, Township 16 North, Range 4 East, Hamilton County, IndianaCTRWD SANITARY PERMIT APPLICATION11.21.2017WACISSUED FOR DRAINAGE REVISIONS12.08.2017BJSISSUED FOR DRAINAGE REVISIONS12.13.2017BJSISSUED FOR FINAL CONSTRUCTION DRAWINGS12.20.2017BJSHEAVY DUTY ASPHALT CONCRETE PAVEMENT COMPACTED CRUSHED LIMESTONE DRIVE SURFACE P5 LANDSCAPE PLANTING AREA (SEE LANDSCAPE PLAN FOR DETAILS)