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HomeMy WebLinkAboutSite Plan_Stamped Approved 12-03-192,077± GSF 20' SAN . SEWER ESMT .25' WATERMAIN ESMT . 15' EL E C . E S M T . 10' TE L E C O M E S M T .15' UT IL ITY ESMT .ACCESS ESMT . INST . #2011068594 ,#201168418, #20130763198' TELECOM ESMT . 15' UTILITY ESMT.S 31°29'44" W 56.50'N 69°48' 1 6 " E 276.55'S 20°11'44" E 125.39' S 70°03' 33" W 235.00'N 20°25'02" W 125.88'N 17°33'17" W 48.94'N 17°34'49" W25.66'N 89°33'49" E 11.90' S 20°19'58" E 16.84' S 09°16'26" E 23.16' F.F.E. = 8 8 5. 2 5 EX. "NO BUILD" LINE E EXISTING POND "E" NORMAL POOL = 874.0 100-YR STAGE = 881.14 DO NOT ENTER67.3'31.5 ' 37.7' 37.8' 68.6 ' 41.25'63.47 '9' 40' 25' 25' 13'26' R8'R3' 14' 42.67' 25' 20' 6' 7.0'20' R10' R35' R50'5' 7.3' R1 0 0 ' 20' R15' 5'30' GREENBELT30' MIN . B.S .L120' MAX. B.S.L 15' B.S . LMICH IGAN ROAD (US 421) WALNUT CREEK DRIVE WALNUT CREEK DRIVE 174'45' 15'10.3' 16' R15' R15' R22' R15' R5' R6' R8' R20'R50'R80'DO NOT ENTERR15' R3' R3' R3' R3' 11 PAR K I N G S P A C E S REFER T O A R C H I T E C T U R A L PLANS F O R B L D G . D I M E N S I O N S 11 EX. CONC . WALKEX. CONC. WALKEX. PVMT. BURG E R K I N G EX. PVMT . PRIME C A R W A S H HOME DEPOT BICYC L E R A C K S (QTY. 2 , 4 S P A C E S ) PER C A R M E L U D O 5 . 2 9 P K - 0 2 . B C SW SW SW D D J F G H B6 B6 TR FL A A A A A A MB 59'± R/W 50' R/W C D D D D BR D A A A A A B6 A A A A A A A AA A A A A A A A A A A A A T T A A A FL FL FL FL H DW T BC BC BC BC BC BC S D A A A PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY:CIVIL SITE GROUP, INC. GROUP, INC.PROF E SS ION A L E NG INEERIND IA NA PE10910647 STATE OF -o NREG I S TER E DBR IA N S CR O S SVIOC.001 C2.0LEXINGTON, KY 40509100 VALVOLINE WAYVALVOLINE INSTANT OIL CHANGESITE PLANVALVOLINE INSTANT OIL CHANGE9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTACARMEL, INDIANA 46032REVISION RECORD ENGINEER: SURVEYOR: OWNER: NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. ARCHITECT: SITE LAYOUT NOTES LAND DESCRIPTION TOPOGRAPHIC & BOUNDARY NOTE UTILITY LOCATE NOTE LEGEND: CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE-FOOT OF THE PROPOSED RIGHT-OF-WAY. DEVELOPMENT SUMMARY PROPOSED BUILDING = 2,030± G.S.F. TOTAL SITE AREA = 0.98± Ac. CURRENT ZONING = B3 / US 421 MICHIGAN RD. OVERLAY GREENSPACE AREA = 39% (16,331 SF/ 42360 SF) TOTAL DISTURBED AREA = 41,183± SF = 0.95± Ac ANTICIPATED CONSTRUCTION START/COMPLETION DATE SEPTEMBER, 2019 / OCTOBER, 2020 TOTAL PARKING SPACES PROVIDED = 11 TOTAL PARKING SPACES REQ'D = 6 (2 SPACES PER SERVICE BAY) PLAN NOTES: A SW TR D F G J C SIDEWALK NOTE ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD CITY OF CARMEL AND/OR INDOT DETAILS. H B# 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. MB 07/17/2019 L ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKED PRIOR TO COMMENCING WITH CONSTRUCTION AND PROTECTED DURING ALL CONSTRUCTION ACTIVITY. PROPERTY CORNER MONUMENTS NOTE BR T FL DW BC S 12/03/19