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HomeMy WebLinkAboutC201 SITE PLANXXX////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////PROPOSED BUILDING 1-STORY 10,100 GSF AC AC AC AC AC AC AC AC 120.0'3.0' 24.7'64.0'24.7' 20.0' 20.0' 40.0'20.0'4.0'26.0'1.6'20.0'1.6'20.0'3.0'20.0' existing building 1-story existing building 1-story UG E UG E UG E UG E UGE UGE 5 SPACES @ 9' = 45'6 SPACES @ 9' = 54' 8 SPACES @ 9' = 72'20'15.1'± 14.9'±212.7'± TO R/W 146TH STREET90.8'±93.6'±9.2'±5'5'12.5'4'12.1'±NOTE: BUILDING ADDITION SHALL BE LAID OUT FROM EXISTING WALL TO ENSURE PROPER ORIENTATION TO EXISTING BUILDING. VERIFY WITH FOUNDATION / ARCHITECTURAL PLANS WITH ACTUAL WALL.94.12'W H I A H B B B B B B B C C D F D E E D G L M M MM M M M N N O PR1' R5 'R10'R5'R R R 133.5'76.5'27.2 ' 70.2' S T U U X TYP. P P QQ Q Q Q Q CONSTRUCTION LIMITS. TYP. ALL SHEETS. Y Y 5'6'5'6'PROJECT NO. CHECK:DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: 146TH & HAZEL DELL, PARCEL 2 BUILDING 2, PHASE B STUDIO THREE DESIGN 8604 ALLISONVILLE ROAD, STE 330 INDIANAPOLIS, IN 46250 5/14/2021 2104003 14555B HAZEL DELL PKWY. CARMEL, INDIANA 46033 HAMILTON COUNTY NW 1 4, S22 , T18N, R4E SHEET NAME SHEET NO.©2021 FRITZ ENGINEERING SERVICES, LLCC201 SITE PLAN 1.REV. PER CARMEL REVIEW 8/20/2021 2.ADD BICYCLE RACKS 11/4/2021 AF AF AF AF KG 00 20'40' SCALE: 1" = 20' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. KEY NOTES: A LIGHT DUTY ASPHALT PAVEMENT B EXISTING PAVEMENT TO REMAIN C DEPRESSED CURB AND GUTTER D CONCRETE WALK E 6" CONCRETE CURB F ADD CONCRETE WALK ADJACENT TO EX. CURB. G CURB RAMP (PER INDOT DETAIL) H 4" WHITE PAVEMENT STRIPING, TYP. I ADA BLUE PAVEMENT STRIPING, TYP. J PAVEMENT MARKING (AS SHOWN) K MATCH EXISTING PAVEMENT, CURB, OR WALK L EXISTING DUMPSTER ENCLOSURE & FENCED STORAGE AREA TO REMAIN M LANDSCAPE AREA (MATCH EX. PLANT MATERIALS) N EXISTING SIDEWALK/PAVEMENT TO REMAIN O EXISTING BICYCLE PARKING TO REMAIN P FLUSH CURB / CURB TAPER Q ROOF DRAIN DOWNSPOUT R ROOF DRAIN HEADER, 10" HDPE AT 1.0% MINIMUM. CONNECT TO EX. STORM STRUCTURE AS SHOWN. S EXISTING TRANSFORMER T NEW ELECTRIC SERVICE TO BUILDING ADDITION. COORDINATE WITH MEP PLANS FOR SIZE. U SCREEN WALL FOR AC UNITS. REF. ARCHITECTURAL PLANS. W RETAINING WALL X CONCRETE WHEEL STOP Y BICYCLE PARKING (U-SHAPED, BLACK THERMOPLASTIC POWDER COATED, 2 REQ'D) NOTES: 1.WATER AND SANITARY SEWER SHALL BE EXTENDED TO NEW ADDITION FROM EXISTING BUILDING. REF. MEP PLANS FOR MORE INFORMATION. 2. XX PRINTED BY: Ashton FritzDATE: 11/5/2021 9:58 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2021\2104003 - HAZEL DELL BLDG EXPANSION\02 CIVIL\PLANS\C201.DWG, LAYOUT: C201