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HomeMy WebLinkAboutC2.0 - Site PlanFLOOD NOTE THIS LOT LIES ENTIRELY IN FLOOD HAZARD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL, COMMUNITY NUMBER 180081, MAP NUMBER 18057CO225 G, PANEL NUMBER 0225 G, DATED NOVEMBER 19, 2014. REFERENCE NAP FIRM MAP #: 18057CO225 G EFFECTIVE DATE: NOVEMBER 19, 2014 \ \ CKV` ZONING: 62 SIDEWALK NOTE F EWALKS CONSTRUCTED WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH RD CITY OF CARMEL DETAILS. HANDICAP RAMP NOTE FALLDICAP RAMPS CONSTRUCTED THE PUBLIC RIGHT-OF-WAY SHALL WITH STANDARD I.N.D.O.T. DETAILS. / / / / G / / CARMEL ENGINEERING DEPT. NOTE ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. NOTE PP:PP 2 Tn AP(.HlTFrTI IPA1 R woo i I0000 / 0 0000 G .000 •0 0050 \REED / YY �Ns�� ZONING: 62 DEVELOPMENT SUMMARY PROPOSED BUILDING = 3,710 G.S.F.± TOTAL SITE AREA = 1.38 AC+/ - CURRENT ZONING = B-2 (BUSINESS) GREENSPACE AREA = 33.3% (20,019 / 60,154) LOT COVERAGE PERCENTAGE = 66.7%** **ALL IMPERVIOUS SURFACE TOTAL DISTURBED AREA = 1.7 Ac +/- ANTICIPATED CONSTRUCTION START/COMPLETION DATE FEBRUARY 1, 2019 / DECEMBER, 2019 TOTAL PARKING SPACES = 67 TOTAL PARKING SPACES REQ'D = 47 (1 SPACE / 80 SF) OWNER: FREDDY'S FROZEN CUSTARD & STEAKBURGERS ATTN: BLAKE EPPERSON (316) 617-8880 ENGINEER: CIVIL SITE GROUP, INC. 160 WEST CARMEL DRIVE SUITE 240 CARMEL, INDIANA 46032 (317) 810-1677 SURVEYOR: CENTRAL STATES CONSULTING, LLC. 23-B NORTH GREEN STREET BROWNSBURG, INDIANA 46112 (317) 858-8662 ARCHITECT: WINTER ARCHITECTS ATTN: ROL"' BAKER 1024 AST 1 st STREET WICHIT KS 67214 (316) 2 7-6224 REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 101/04/191 REVISIONS PER T.A.C. AGENCY COMMENTS EAG I EAG 1 rf_%rnir%. PROPERTY BOUNDARY RIGHT-OF-WAY BUILDING SETBACK - - - - - - EASEMENT LIMITS OF DISTURBANCE PROPOSED CONCRETE PLAN NOTES: NORTH 20 0 10 20 ( IN FEET ) 1 inch= 20 ft. PROPOSED LIGHT-DUTY ASPHALT PAVEMENT SEE DETAIL 03/ClO.O PROPOSED HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL 02/C10.0 PROPOSED UNDERGROUND DETENTION CHAMBER BED AREA SEE STORMTECH DETAILS BY ADS, INC. (1" of SURFACE + 3" OF INTERMEDIATE WILL SIT DIRECTLY ON STONE BED) \ �`1 OA CONCRETE PAVEMENT. SEE DETAIL 01 /C10.0. J ZONING: 1 © INDOT CLASS III CONCRETE DRIVEWAY. SEE INDOT STD. DWG. DETAIL E -610 -DRV -03 ON SHEET C10.1 © INSTALL NEW STRAIGHT CONC. CURB. SEE DETAIL 11/C10.0 (PRIVATE) & 10-16/C10.4 WITHIN PUBLIC R/W. QD COMBINED CONCRETE CURB & WALK. SEE DETAIL 04/C10.0. \ OE PRECAST CONCRETE WHEEL STOP (QTY. 8). SEE DETAIL 09/C10.0. OF TYPICAL PARKING SPACE MARKING. SEE DETAIL 05/C10.0. \ INS © HANDICAP SIGNAGE. SEE DETAIL 06 & 07/ClO.O � QH BICYCLE RACKS (QTY. 4, 8 SPACES). SEE DETAIL 15/C10.0 \ \ INSTALL INDOT "ONE WAY" SIDEWALK CURB RAMP SEE INDOT STD. DWG \c O DETAILS E-604-SWCR-05 & E-604-SWCR-06 ON SHEET C10.1 CONCRETE CURB TURNOUT. SEE DETAIL 12/C10.0 \ � © LANDSCAPE AREA \ O MONOLITHIC CONCRETE CURB & GUTTER PER INDOT CLASS III DRIVE SPECS. \ SEE INDOT STD. DWG. DETAIL E-605-CCCG-01 ON SHEET C10.1 Lll \ \\ QN CONCRETE PARKING APRON. SEE DETAILS 1 /C10.2 & 2/C10.2 o_ r \ © INSTALL A.D.A. COMPLIANT HANDICAP RAMP o \ \ ® CONC. DRIVEWAY PER CITY OF CARMEL STANDARDS. SEE DETAIL 10-22/C10.4 WITHIN PUBLIC R/W. s opo \ \ ® DEPRESSED CURB & GUTTER. SEE DETAIL 10-23/C10.4 WITHIN PUBLIC R/W. G \ \\ QS CONCRETE SIDEWALK. REFER TO CARMEL STD. DWG. 10-18 ON SHEET C10.0 \ \\ 0 TRASH DUMPSTER ENCLOSURE. SEE ARCH. PLANS FOR DETAILS (INSTALL BOLLARDS AS NEEDED) \ FL SIDEWALK FLUSH WITH PAVEMENT (INSTALL ADA COMPLIANT DETECTABLE WARNING STRIP & TAPER CURBS) \ TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY CENTRAL STATES CONSULTING, L.L.C. DATED 10/01/2018; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE ® LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. UTILITY LOCATE NOTE SITE LAYOUT NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB/SIDEWALK, RADII TO BACK OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. 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. 7. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 11. ALL PARKING SPACE DIMENSIONS ARE TO BE 9' WIDE BY 18' DEEP UNLESS OTHERWISE SPECIFIED. z a UwN www � ~U)cl)CED o O N PO C/) �' N 07 O L_ ww� O �Nx F --I �--I W E _ U 000 U � O V ,��I11111//�� P G L E G 00 ° 44/ No s PE10403858 e = STATE OF 00 0 A '•, / P•a i F •°.•. NGS �� DATE: 10/26/2018 t� DWN BY: EAG CHKD. BY: EAG SCALE: 1 to = 20' DATE: 10/26/18 tM U) Ct +jQ CV V) C Ctx �--r C!1 w W x N CO � t� I�1 \ F+I PROJECT NUMBER WAX.001 DRAWING NUMBER C2.0 SHEET 3 OF 27